HomeMy WebLinkAboutR-420234END GIRDER STOP, SEE
10-#8 HEADEC
DOWELS, SEE
COORDINATE STIRRU
LONGITUDINAL BAR L
CONNECTION TO AVC
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BEARING
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ELEVATION - ABUTMENT REINFORCMENT
SCALE: 3/4"=1'-0"
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RECORD DRAWING
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THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
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PILE CUT-OFF ELEV
ONNECTION
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
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NO.
REVISION 1
RECORD DRAWING
REVISION
CONIC BACKWALL
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END GIRDER STOP, SEE S 11 SIM
)R PILE CONNECTION DETAILS, SEE 1 TYP
ILE, TYP
CL PILE
#5@8"0(
PAVEMENT SEAT
#5 BACK
STIRRUP
FOR PILE CONNECTION DETAILS
COORDINATE STIRRUP & LONGITUDI
W/ PILE CONNECTION TO AVOID INTI
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LU
Lil = N
LU ul LU LUU
IL = i
ILL 0
O O
#8 HEADED BAR. SPACE AROUND
INSIDE OF PILE TO AVOID
INTERFERENCE W/LONGITUDINAL &
TRANSVERSE REINFORCEMENT (10
BARS EA PILE)
TOUCH UP PILE COATING
AFTER WELDING
(SEE SPECIFICATIONS)
I
I
GDN
8/11/22
GDN
SURVEYED:
GDN
0/26/2
GDN
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CS13
BY
DATE
AP P R
APPROVED:
GDN
f"fl Alf` 17)Af`1/1A/AI I
E BEARING
ALTERNATE ENDS
PILE CAP STIRRUPS @ 8" OC
1*8
SECTION - ABUTMENT REINFORCEMENT
SCALE: 3/4"=V-0"
(5/16)
(5/16)
m
FI F\/ATinN
DETAIL - PILE CONNECTION
SCALE: 1"=1'-0"
SCALE:
1 "=20'
�+
ONE INCH
0AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
NOTE:
COAT ALL PILING IN ACCORDANCE WITH THE
SPECIFICATIONS. COATING SHALL EXTEND FROM
CUT-OFF TO 15' BELOW MUDLINE. SUBMIT PILE
ORDER/COATING LIST TO CITY FOR APPROVAL.
CITY OF
RENTON
R-420234
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
SECTIONS & DETAILS - SHEET 3
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
S-10
38 45
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